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Structural Use of Unreinforced Masonry

Document No. :: :: Final Report :: A - Earthquake Codes IITK-GSDMA Project on Building Codes Structural Use of Unreinforced Masonry by Dr. Durgesh C. Rai Department of Civil Engineering Indian Institute of Technology Kanpur Kanpur With assistance from Mr. Sandeep Pal Ms. Ami Patwa Mr. Samaresh Paikara Mr. Ashish Narayan Department of Civil Engineering Indian Institute of Technology Kanpur Kanpur Code &Commentary IS:1905 Page ii This document has been made available as a Draft for Comment and is not ready for use. It is still in development stage as a part of ongoing project on Building Codes sponsored by Gujarat State Disaster Management Authority, Gandhinagar at Indian Institute of Technology Kanpur. The views and opinions expressed are those of the authors and not necessarily of the GSDMA, the World Bank, IIT Kanpur, or the Bureau of Indian Standards.

c) Optimum mortar mixes for maximum strength of masonry for units of various strengths were indicated; d) Provisions for lateral supports to walls had been amplified so as to include stability requirements; e) Conditions of support for calculation of effective height of masonry walls and columns, and effective

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